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WILLIAMSBRIDGE RD over AMTRAK/CSXT/P&W

Map 

Coordinates:
+40.84554, -73.84739
40°50'44" N, 73°50'51" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WILLIAMSBRIDGE RD over AMTRAK/CSXT/P&W
Structure number:000000002241369
Location:AT WILLIAMSBRIDGE
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:52.8 ft. [16.1 m]
Total length:105.0 ft. [32.0 m]
Roadway width between curbs:56.8 ft. [17.3 m]
Deck width edge-to-edge:62.0 ft. [18.9 m]
Vertical clearance below bridge:17.1 ft. [5.2 m]
Owner:City or Municipal Highway Agency [04]
Year built:1906
Year reconstructed:1981
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Steel [3]
Main spans design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: October 2014 

Status:Open, no restriction [A]
Average daily traffic:14,574 [as of 2011]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:63.9 tons [58.1 metric tons]
Inventory rating:37.0 tons [33.6 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:88.2
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$225,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201488.2Functionally obsoleteGoodSatisfactorySatisfactory14574
August 201288.2Functionally obsoleteSatisfactorySatisfactorySatisfactory14600
October 201088.1Functionally obsoleteSatisfactorySatisfactorySatisfactory17757
November 200888.0Functionally obsoleteSatisfactorySatisfactorySatisfactory18213
July 200688.1Functionally obsoleteSatisfactorySatisfactorySatisfactory16289
August 200488.1Functionally obsoleteGoodSatisfactorySatisfactory17757
June 200288.2Functionally obsoleteGoodSatisfactorySatisfactory15500
June 200081.1Not deficientSatisfactoryFairSatisfactory15500
December 199881.1Not deficientSatisfactoryFairSatisfactory15500
June 199666.8Structurally deficientFairPoorFair15500
September 199466.2Structurally deficientPoorPoorFair15500
November 199266.2Structurally deficientPoorPoorFair15500
August 199066.2Structurally deficientPoorPoorFair15500